斷裂的表面能 的英文怎麼說

中文拼音 [duànlièdebiǎomiànnéng]
斷裂的表面能 英文
surface energy of fracture
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 4次方是 The fourth power of 2 is direction
  • : Ⅰ名詞1 (外面;外表) outside; surface; external 2 (中表親戚) the relationship between the child...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : 能名詞(姓氏) a surname
  • 斷裂 : break; disrupt; flying off; fracture; fragmentation; out break; rift;crack;bursting;rupture;rendi...
  • 表面 : surface; superficies; boundary; face; rind; sheet; skin; outside; appearance
  1. In the course of working, , the plow will make use of the shuttling method so that it can dig alternately either on the left or on the right. compared to the unilateral plow, it can improve the productivity because it can help leave off the soil 、 take from the consumed energy and reduce the empty journey. to meet the requests above, we will use a remote cylinder with both a small cubage and double functions, approximately designing the plow to be columniform and symmetric. after the experiment for a period in the field, we found that the most frayed areas had happened at the places of both plow shank and share and at the same time the base of the remote cylinder had ruptured suddenly

    與單向犁相比,其優點在於:耕地無開、閉壟,地平整,降低了耕后整地量消耗,減少了地頭空行程,因而大大提高班次生產率。為了滿足犁體梭式作業要求,我們採用了一隻小容積雙作用液壓油缸;同時對犁壁曲形狀採用了近似圓柱形對稱設計。但經過一段時間田間試驗,我們發現:該犁犁胸部分犁脛和犁鏵上犁尖在工作中磨損較為嚴重;主犁梁和油缸缸體連接部分(即油缸底座)突然發生了,造成整個犁體無法正常工作。
  2. Following is the factors ideating with the surface of old concrete in different way ( including brushing surface, chiseling surface, cleaving surface ), adherence agent ( including cement slurry, cement sand slurry, cement slurry with the u expansion agent ), the freeze - thaw circulation times and air - entraining. as a result, we found that the roughness influence on the adhesion capability of the new on old concrete to a large degree. the larger rougeness is, the larger the splitting tensile strength on the adhension face is. the kind of adhesion agent is also influence on the adherence capability of new on old concrete. the circulation times of freez - thaw have a large influence on the splitting tensile strength of adherence face of new on old concrete. the analysis of tests give some advices to the practical engineering

    主要考察了老混凝土不同處理方式(刷毛,鑿毛,劈) 、界粘結劑類型(水泥凈漿,水泥砂漿, u型膨脹劑水泥漿) 、凍融循環次數等對新老混凝土粘結劈拉強度影響,以及凍融作用下新混凝土加氣對粘結劈拉強度影響。試驗結果明,粗糙度對新老混凝土粘結性有重要影響,隨著粘結粗糙度增大,粘結劈拉強度不增加;界粘結劑類型對新老混凝土粘結性有一定影響,在凍融作用下, u型膨脹劑水泥漿粘結效果不如水泥凈漿和水泥砂漿;凍融循環對粘結劈拉強度有較大影響,加氣明顯改善新老混凝土粘結抗凍力。
  3. The important meaning in which this direction studied has lain in establishing the connection between the material science of concrete and civil engineering, analyse the strength in terms of material microcosmic or the mesoscopic, have important meaning to understanding, know the essential law of the strength of concrete. this text divides six chapters altogether. chapter one reviewed the pore structure in nowadays domestic and international research current situation, including the concrete examines research, research of the pore structure model and the research current situations of pore structure and strength relation of the pore method, have introduced some most important achievements of structure research of pore ; chapter two narrated much yardstick of the material mesoscopic structure of concrete and principle of examining pore technology of material of concrete, and the commonly used sign parameter in discussedding the pore and material pore of quito of cement and analyse, have explained that the influence factor of mip to the result of study of pore, has pointed out the limitation in mip in the pore structure ; analyse porosity and strength relation development course of model emphatically, and has carried on comparative analysis to the existing model, has pointed out the weak point of the original model ; on the basis of " ing integrate synthetically ", propose concrete pore structure compound body model and pore physical model of systemlex body ; chapter five carried on the corresponding test data to compares to the model parameter appearing in model of chapter four with and analyses, have received k value of the characteristic of strength of matrices of reflecting according to the method to return to analysis, and calculate the influence produced on the strength of concrete in revision that can probed into the content of cement, elastic mould and surface energy, exactness of the inspection model ; chapter six is the conclusion, according to studying the survey this text to some research conclusions of the pore structure and making corresponding prospect to the structure development of pore

    第一章回顧了孔結構在當今國內外研究現狀,包括混凝土測孔方法研究、孔結構模型研究及孔結構與強度關系研究現狀,介紹了孔結構研究方一些最重要成果;第二章敘述了混凝土材料細觀結構多尺度性及混凝土材料測孔技術原理,並討論了水泥基多孔材料孔隙分析中常用徵參數,也說明了壓汞法測孔對研究結果影響因素,指出了壓汞法在孔結構研究中局限性;第三章是著重分析了孔隙率與強度關系模型發展歷程,並對已有模型進行了比較分析,指出了原有模型不足之處;第四章在「綜合集成」基礎上,提出了混凝土孔結構復合體模型和孔系統物理模型,並模擬了該模型下由各單體並聯形成復合體過程,最後根據所建模型編制了相應計算程序,可根據輸入孔徑分佈與水泥含量等參數,實現混凝土理論強度計算;第五章對第四章模型中出現模型參數進行了相應試驗數據對比分析,根據回歸分析方法得到了反映基體強度特徵k值,並從理論上探討了水泥含量、彈性模量和修正對混凝土強度計算產生影響,檢驗模型正確性;第六章是結論與展望,根據研究綜述了本文對孔結構一些研究結論並對孔結構發展作了相應展望。
  4. 2. because the fracture mode of 3d braided cmc is the interfacial fracture of mode i and mode ii, energy release rate gc and complex stress intensity factor kc was designated as characterization parameters of fracture toughness in the linear fracture theories. 3

    根據三維編織c sic復合材料韌性徵問題屬于線彈性理論范疇以及材料模式是界損傷破壞模式實驗研究結果,提出了該材料徵參量應該使用與界相關型和型混合量釋放率g _ c ,或者使用復應力強度因子k _ c 。
  5. We research the causes of concrete cracking, develop the high performance anti - cracking additive, optimize the concrete mix and construction techniques, increase the stability of concrete volume by shrinkage compensation, enhance splitting tensile strength, and can meet demand of high workability of fresh concrete. in the study, a thorough investigation of this problem is made from all points of view, with the aid of various modern measurement & testing technology and different theories & methods in surface physical chemistry, structural chemistry, solid - state chemistry, composite materials, fracture mechanics, etc. our research results have shown that the various shrinkage of concrete cause concrete cracking in building engineering, such as autogenous shrinkage, dry shrinkage, temperature shrinkage, plastic shrinkage, carbonized shrinkage, etc

    目前,解決混凝土開方法是綜合,我們調查研究了混凝土開原因,開發研製了高性外加劑,優化混凝土設計和施工方法,並通過補償收縮達到混凝土體積穩定,提高抗強度,滿足混凝土拌和物高工作性要求。本研究採用多種測試技術,應用物理化學、結構化學、固體化學、復合材料學、力學等多學科理論與方法,從不同角度進行深入研究和探討。通過調查研究建築工程中出現混凝土開、滲漏問題,發現混凝土在非荷載作用下開主要是由混凝土自收縮、乾燥收縮、溫度收縮、塑性收縮、碳化收縮等各種收縮變形引起
  6. The metal laser fuse fill in the application of metal wear, co - mosion, broken, blfida, glass, chromium scar, casting error, pro - cessing ultra poor, leakage repairs ; mechanical parts of the modified surface to be cut moldova, and wear - resisting, cor - rosion resistance, withetand high temperatures and perfor - mance

    該金屬激光熔補機適用於各種金屬磨損、腐蝕、、劃傷、鉻痕、鑄造缺陷、泄漏修復;對各種機械零配件改性,使其具有減摩、耐磨、耐腐蝕、耐高溫等性
  7. Account for the high electrical field induced from the high applied voltage relative to small dimension device, the mechanism of hot - carrier generation is analysed, the si - h bond broken model for hot - carrier injection and interface states generation is deduced and the substrate current model is developed

    基於mosfet偏壓不按比例縮小所導致高電場,對mosfet熱載流子產生機理進行了分析,導出了熱載流子注入所引起si - h健模型,並建立了徵器件熱載流子效應襯底電流模型。
  8. The scratching test was carried out with a single diamond tool to study the removal mechanism of litao3 wafer by load. the ae signals were measured, and the scratched surfaces of litao3 wafers in different conditions were observed by metallography microscope

    通過單顆粒金剛石壓入鉭酸鋰晶片光滑劃痕實驗,研究鉭酸鋰晶片機械力學性破壞情況,尋找合理拋光壓力。
  9. Bi - material interfacial fracture theories are researched with a phenomenon that cracks extend along interface. a gradient invading model of interface crack at the crack tip can gain stress fields along interface. so a formula of energy release rate for 3d braided cmc is deduced and the corrected formula of the energy release rate is examined with test results

    研究了紋沿界擴展雙材料界理論,利用傾斜侵入界紋模型解析了紋尖端沿著界應力場,推導了徵三維編織cmc復合材料韌性量釋放率公式g _ c ,並且用試驗結果驗證了量釋放率公式正確性。
  10. The emphases of our research works are as follows : under ultra - low temperature ( about 0. 236k ) conditions, how the frequency and power of the saw and the source drain voltage influence the acoustic current ; and the relationship between the source drain current and the split - gate voltage ; and how to find the cut off voltage of the quasi - 1d electron channel ; and also the frequency character of the idt in the saw parts

    研究重點為,在甚低溫( 0 . 236k )下,通過實驗研究聲波頻率和功率,源漏偏壓等因素對聲電電流影響;研究準一維電子通道中不同源漏電流與分門負偏壓關系,以找到分點電壓;以及研究聲器件叉指換頻率特性等。
  11. The authors present the review on dry sliding friction and wear behaviour of particle reinforced aluminum matrix composites in recent years, including friction behaviours, wear mechanisms and applications of these composites

    離子注入是一種新興束流強化技術,離子注入陶瓷材料可使其力學性韌度、硬度、彎曲強度、摩擦學性等得到改善,它為解決結構陶瓷韌性不足、摩擦磨損率較高等問題開辟了新技術途徑。
  12. In this paper, single fiber composite fragment ( sfc ) method, which is one of the most widespread and effective experimental methods for determining the mechanical properties of interface, was adopted to study the load transfer mechanism and to evaluate the adhesion performance of composite with surface - treated fibers. this is helpful for optimization design of interface

    本文採用了目前最為流行、最為有效直接測定界力學性實驗方法之一? ?單纖維復合材料實驗研究了纖維樹脂界載荷傳遞機理,分析了幾種纖維處理復合材料界粘結情況,對界優化設計具有一定指導作用。
  13. It was found that the cracks can penetrate the interphase and the fiber rapidly when the interphase is thin, which causes the low flexural strength and fracture toughness, as well as the composites " brittle fracture. while the interphase is thick, multiple toughening mechanisms such as the crack deflection and matrix cracking can be activated, which cause the composites " flexural strength and fracture toughness is high and the composites " non - brittle fracture

    當界相較薄時,基體夠迅速穿過界相和纖維,復合材料具有較低彎曲強度和韌性,現為脆性模式;當界相較厚時,復合材料產生紋偏轉、基體開等多種增韌方式,具有較高彎曲強度和韌性,呈韌性模式。
  14. Incremental constitutive relation is then established for sma fiber reinforced smart structures with damages by introducing three parameters to describe the extents of fiber breaking, fiber peeling off the base material and interface weakening

    5 )引入了纖維損傷度、纖維剝離損傷度和界影響系數c等徵損傷程度物理量,並最終建立了考慮這些損傷影響sma增強智結構一維增量本構關系。
  15. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達地層,昔格達地層否用作高速公路路基填料,國內沒有先例,本論文就是結合導師科研項目,在非典期間,現場長達5個月工作,完成了從試驗、現場施工工藝到路堤分層沉降監測等工作,是對生產實際,認識昔格達地層性質和其作為地基、路基和填料應用中問題進行研究。主要研究內容有:對攀西地區地層巖性、構造等地質環境和昔格達地層沉積歷史過程作了系統分析,研究明西攀高速公路主要受安寧河和昔格達影響,通過地區地震活動頻繁,差異沉降較大,對公路建設、安全運行和沿線構築物設計有較大影響;由於昔格達地層在有些路段作為地基、有些作為路基,對其基本性質進行了研究:包括天然密度、含水量、塑液限、顆粒級配等指標試驗研究。研究成果明:昔格達地層為湖相沉積,主要為砂巖和泥巖,它以細粒組為主,同時粘粒存在,使其具有一定粘性。
  16. The paper is on how to set up lab platform of vapour spewing to uppercooling water surface to coagulate directly and to observe and analyse which vapour coagulate on the water surface, the results enable people to know the security system of nuclear power. the range of the pressure parameters of prz is from 0. 2mpa to 0. 6mpa, and the range of the initial temperature parameters of cmt is from 23. 5 to 78. 5, all of the testing points are 30 and there are fifty thousand testing data. many results of vapour spewing to uppercooling water surface vertically to coagulate can get. for example : coagulating can make the water of cmt surge forcefully when vapour spews to uppercooling water surface, too many vapour - bubbles come into being and strike the water of cmt owing to rupture continually, all these will strengthen the surge because of the vapour pressure of cmt

    實驗中prz飽和蒸汽壓力變化范圍為: 0 . 2mpa - 0 . 6mpa , cmt中水初始溫度變化范圍: 23 . 5 - 78 . 5 ,實驗中測試工況30個左右,實驗測試數據50萬余個,得出了很多與非動安全系統相關蒸汽垂直噴向過冷水凝結時結論:蒸汽垂直噴入過冷水凝結時會造成cmt中液強烈波動和振蕩,產生大量蒸汽汽泡,汽泡不對cmt中液體帶來很大沖擊,勢必引起cmt中液體振蕩,造成cmt汽空間汽壓不均勻,加強cmt液體振蕩和波動。
  17. Shallow structure earthquakes are always concurrent with fault activities. evidence testifies that earthquakes often occurred densely near the place where the faults exist. there is an intimate relationship between earthquakes and active faults. so in analyzing the danger coefficient of earthquakes, it is very important to ascertain the locations and scale of earthquakes that will occur possibly in the future

    淺源地震總是伴隨活動而發生,已有資料證實地震確實是在已有附近密集發生,地震與地現有活動帶有密切關系。為進行地震危險性分析,確定未來可發生地震地段和強度是極為重要
  18. ( 5 ) aiming at irregularity of a real fracture surface or a real crack profile, applying griffith ' s criterion and fractal geometry, the real asymptotic expression at the crack tip is developed, and it is discovered that the fractality of the crack reduces the stress singularity at the crack tip

    ( 5 )針對實際不規則性,利用griffith量平衡原理及分形幾何,推導了縫尖端實際應力場和位移場達式,研究發現,分形性減小了縫尖端應力奇異性。
  19. 1. the topographies of cutting grooves and cutting chips were observed by means of scanning electronic microscope, and sawing mechanism of concrete was analyzed, based on the properties and fracture mechanics of concrete. 2

    採用掃描電鏡( sem )和體視顯微鏡觀察單顆粒金剛石切削混凝土溝槽形貌和切屑形態,並結合混凝土特性及力學性,分析研究了混凝土材料切削加工機理。
  20. This paper sets about studying room - temperature fracture mechanisms of tial - based alloys of fully lamellar and duplex microstructures through the measurements of mechanical properties, in - situ observations of fracture surfaces and finite element method ( fem ) calculations, the measurement of macro - parameters, the observations of fracture surface and fem calculations on notch specimens ( 4pb ) and pre - crack specimens ( 3pb ), detailed observations of configuration changes at pre - crack tips in metallographic cross sections of specimens unloaded at various applied loads and fem calculation

    本文通過光滑試件機械性測定,原位拉伸試件觀察、相應口觀察及有限元計算;缺口彎曲宏觀參數測定、口觀察及其有限元計算;紋彎曲參數測定、紋卸載試樣剖觀察及其有限元模擬與計算研究了tial基合金全層組織和雙態組織室溫機理。
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